Development Application - Part 2 of 2 - Plans · OPW12/0081

..
     ~

                                       IE
                                             1500

                                                     ’T’
                                                                                5500           1     ’TE
                                                                                                           1500


                                                                                                                  ~I
                   Property                                                                                            Alignment
                                                                                                                                                                                    COMMERCIAL CROSSOVER NOTES:-
                                                                                                                                                                                    ,. Concrete N32 in accordance willi AS 1379 and AS 3&Xl.
                                                                                                                                                                                    2. Reinforcing fabric to AS 1304. Lap fabric 25Omm.
                                                                                                                                                                                                                                                                             ~I
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                                                                                                                                                                                    3. Deptlls of concrete and reinfOlCing steel shown are tile
                                                                                                                                                                                                                                                                                                            FOOTPATH VARIES
                                                                                                                                                                                       minimum requirements for good foundation conditiOns, a1d                              ~           1000
                                                                                                                                                                                                                                                                                                                 1200 MIN.
                                                                                                                                                                                       average traffic loading. Where llIis does nol apply,deptl1s cI
                                                                                                                                                                                                                                                                             ;;:!
                                                                                                                                                                                                                                                        KERB & CHANNEL OR    z
                                                                                                                                                                                       concrete and reinforcing shall be increased to suispecific       INVERT CROSSING      ~I
                                                                                                                                                                                       conditions.                                                      TO 8E REINFORCED.

                                                           Construction Joint
                                                                                                                                                  :::;i
                                                                                                                                                  ~
                                                                                                                                                                                    4. Reprofile adjacent foctpalh to match driveway. Footpath
                                                                                                                                                                                       earthworks adjoining concrete must be well canpacfEd.
                                                                                                                                                                                                                                                                             %1                                 2.5% MAX


                                                           if ordered

                                               -
                                                    _/_    ------------
                                                                                                                                                  ~                                 5. Compaction for sUbgrade 95% Siandard to AS 1289.5.1.1.
                                                                                                                                                                                    6. Where subgrade Is less Ihan CBR 5excavate a1d proYide                                CONbRUCTlON JOINT
                                                                                                                                                                                                                                                                                                     I
                                                                                                                                                                                       imported matertallo satisfaction of llIe Superinlendenl                                                                       SL72 MlN REINFORCING

         ~                                                                                                                                                                          7. Concrete driveway unless olllerwise approved
                                                                                                                                                                                    8. Paver and/or proprietary concrete surface finishes to driveway
                                                                                                                                                                                                                                                                                                                     FABRIC SOMM TOP AND
                                                                                                                                                                                                                                                                                                                     EDGE COVER.
                                                                                                                                                                                       shall only be used when approved by Local Au1hority.
                    ~ertbtaper                                                                                                                                                      9. Refer project drawings or Local Authority Standard Drawings


                    I..       1300
                                     ..I..                                      8500

                                                                                                                            Barrier kertb and channel
                                                                                                                                                                                       for Verge Type Cross Sections.
                                                                                                                                                                                    10. All dimensions in millimetJes.                                                                                            SECTIONG
                                                                                       ~                                                                                                                                                                                                                    REFER IPWEAQ R..()()51 FORAOOTIONAL
                                                                                                                                                                                                                                                                                                                             DETAILS




                                                       COMMERCIAL CROSSOVER "A"
                                                                        SETOUT DETAILS
                                                                                SCALE 1:50
                                                                                                                                                                                                                                                                                                                 8
                                                               REFER IPWEAQ R-0051 FOR ADDTIONAL DETAILS




                                                                                                                          REMOVE EXISTING SECTION
                                                                                                                                                                                                                                                                                            .~60
                                                                                                                                                                                                                                                                                           ~1ii!1-

                                                                                                                                                                                                                                                                                          ~[~’..’-.,
                                                                                                                          OF KERB TO ALLOW FOR                                                                                                                       SM3 SEMI-MOUNTABLE KERB
                                                                                                                          PROPOSED ASHALTlC                                                                                                                                                      SCALE 1:20
                                                                                                                          PAVEMENT

          PROPOSED TYPE ’SM3’SEMI                                                                                                              PROPOSED TYPE ’SM3’SEMI
          MOUNTABLE KERB                                                                                                                       MOUNTABLE KERB
                                                                                PROPOSED ASPHALTIC PAVEMENT
                                                                                                                                                                                                                                                                                                                                   30mmNC


                      EXISTING KERB                                                                                                             EXISTING KERB                                                                                                                                                                      l50rrvn TYPE 2.1


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                 ....’\
                          ’
                                 "Y’;,                                                                                                                    ’,",r/~...’"   ..Y,                                                                                                                                                      l50mm TYPE 2.3




           STANDARD SUBSOIL DRAIN                                                                                                             STANDARD SUBSOIL DRAIN
           TO DISCHARGE TO EXISTING                                                                                                           TO DISCHARGE TO EXISTING
           SUBSOIL DRAINAGE NETWORK.                                                                                                          SUBSOIL DRAINAGE NETWORK.
                                                                                                                                                                                                                                                                               PAVEMENT DETAIL
                                                                                SECTION                                                                                                                                                                                                     SCALE 1:100

                                                                                  SCALE 1:50                                                                                                                                                                                        ALL PAVEMENT TO BE COMPACTED TO
                                                                                                                                                                                                                                                                                    100% MOO (AS1289 E1.1)
                                                                                                                                                                                                                                                                                    FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                                                                                                                                    DETERMINED UPON RECEIPT OF
                                                                REMOVE EXISTING SECTION                                                              REMOVE EXISTING SECTION                                                                                                        GEOTECHNICAL TEST RESULTS.
                                                                                                                                                     OF KERB TO ALLOW FOR
                                                                OF KERB TO ALLOW FOR
                                                                                                                                                     PROPOSED ASHALTlC
                                                                PROPOSED ASHAlTIC
                                                                                                                                                     PAVEMENT
                                                                PAVEMENT

                                                                                                                                                                                                                                                                                                                                                             \"
                                                                                                                                                                           SAWCUT EXISTING                                                                                                                                                                   .’;’
         SAWCUT EXISTING
                                                                                  PROPOSED ASPHALTIC PAVEMENT
               PAVEMENT                                                                                                                                                    PAVEMENT                                                                                                             SURfACING
                                                                                                                                                                                                                                                                                                                                             ,.~-’r~
                                                                                                                                                                                                                                                                                                                                             .f’
                                                                                                                                                                                                                                                                                       PROPOSEO PAIIIEHT                                           "’l;’.-




                                                                                                                                                                                                                                                                                                            1
         EXISTING ROADWAY                                                                                                                                                  EXISTING ROADWAY
                                                                                                                                                                                                                                                                                                            I    EXlSnNG PA\9ENT




                                                                                                                                                                                                                                                                                                    9r      1
                                                                                                                                                                                                                                                                                                                      .~--.---




                                                                                                                                                                                                                                                                                           OVERLAP DETAIL
                                                                                SECTION                                                                                                                                                                                                               SCALE 1:20
                                                                                  SCALE 1:50




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                                                                                                                                                                                                                   PROJECT:                                                                                     DRAWING TITlE:
                                                                                                                                                                    T^TE PROFESSIONAL ENGINEERS PlY L
                                                                                                                                                                                                                                                                                                                EXTERNAL ROADWORKS SECTIONS & DETAILS PLAN
                                                                                                                                                                    A.B.N. 28086 262 035
                                                                                                                                                                    39-45 Flrllt Avenue, Mooloolaba
                                                                                                                                                                                                                   PROPOSED RESORT
                                                                                                                                                                    PO Box 1092, MooIooIaba, OLD,4557
                                                                                                                                                                    Tel (07)5457 5300 Fax (07)5477                 at lOTS 10 & 11 I SEREN ITY Cl, NOOSA HEADS
                                                                                                                                                                    Email: [email protected]
                                                                                                                                                                    Web: ht1p://www.tate.net.au                    for CAPE BOUVARD Pty Ltd



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